SW8080740_CURRENT PERMIT_20201002

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0 2) 074 Q
DOC TYPE
[�, CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Z0 20 / o o Z
YYYYMMDD

El
DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
ar
Ina 71('1
s c�7
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form rtury be pliotocopied for use (is an original
1. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
P1320 Bachelor Enlisted Ouarters at Camp Johnson
2. Location of Project (street address):
Comnanv E Street
City:Camp Lejeune County:Onslow Zip:28540
3. Directions to project (from nearest major intersection):
From US-17 use the Camp Johnson exit and turn onto Montford Landing Road turn left onto Harlem Dr and
then right onto Company D Street.
4. Latitude:340 44' 1.44b" N Longitude:-770 24' 2.019" W of the main entrance to the project.
H. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modification'
IWMIuals zuith n1arlificntions also regiiires SWU-102 — Rexeural Applicatim Forrn
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 080740 , its issue date (if known)Feb 6, 2014 , and the status of
construction: ❑Not Started ❑Partially Completed* ® Completed* *provide a designer's certificaf ion
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state Stormwater management permit application, list the Stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 14.85 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2072-200, Part VI: htt : ortal.ncdetir.or r web Ir rules-and-re-ulations I
CE
MAR Z 9 N148
Norm SWU-101 Vcrsion Oct. 31, 2013 Page I of 6 B�: -

III. CONTACT INFORMATION
1. a. [Tint Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organizatien:Commanding General-MCB Camp Lcjeune, North Carolina
Signing Official & Title:Thomas Bradshaw, Civil Engineer Public Works Department for Neal Paul
b.Contact information for person listed in item 1a above:
Street Address: 1005 Michael Road
City:Camp Lejeune State:NC Zip:28547
Mailing Address (if applicable):
City: State: Zip:
Phone: (910 ) 451-3238 x-3285 Fax: (910 ) 451-2927
Email: thomas.bradshaw @1 usmc.mil
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sates agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if applicable):
City:
Phone: ( )
Email:
State: Zip:
State: zi
Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Ad
City:
Phone: )�
Email:
4. Local jurisdiction for building permits:
Sta
Fax:
isPoint of Contact: Phone #
Form SWU-101 Version Oct. 31, 2013 Page 2 off)
Zip:
MAR 2 2018
BY:

IV. PROJECT INFORMATION
E
E
is
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater treatment will be by density controls in low density areas and by wetponds and a sand filter in
the high density areas. Level S reader Filter strips will not be permitted, but will be used in combination with
the wet ponds to promote infiltration.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph II — Post Construction
Stormwater runoff from this project drains to the White Oak
4. Total Property Area: 20.35 acres
River basil.
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) —Total Coastal Wetlands Area (5) —Total Surface Water Area (6) = Total Project
Area-:20.35 acres
+ Total project area shall be calcrdated to exclude the fctdlorcfitrg: tice norneal pool of inipolltrded strrictrcres, the area
between the banks of streattrs and rivers, file area below the Normal High Water (NHW) litre or Meant High Water
(MHW) line, and coastal rt>etlrntds Iandrelard from tlee NHW (or MHW) litre. Tlie resultant project area is used to
calculate overall percent buill upon area (BUA). Nott-coastal wetlands latldward of the NHW (or MHW) Iitre may
be included in the total project area.
8. Project percent of impervious area: ('Total Impervious Area / Total Project Area) X 100 = 59.6 0
9. How many drainage areas does the project have?5 (For high density, coiurl I for each proposed etigincered
stornrrctater BMP. For lore density and other projects, use 1 for fire whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area _
Drainage Area _
Drainage Area _'I
Drainage Area _
Receiving Stream Name
SEE
ATTACHED
Stream Class
Stream Index Number
Total Drainage Area (sf)
On -site Drainage Area (sf)
Off -site Drainage Area (sf)
Proposed Impervious Area* (sf)
'% Impervious Area** (total)
Impervious*' Surface Area
Drainage Area _
Drainage Area _
Drainage Area _
Drainage Area
On -site Buildings/Lots (sf)
On -site Streets (sf)
On -site Parking (sf)
On -site Sidewalks (sf)
Other on -site (sf)
Future (sf)
Off -site (sf)
Existing BUA*** (sf)
Total (so:
jaj
* Stream Class and Index Number can be detennined al
Form SWU-101 Version Oct. 31, 2013 Page
/it 1: lUYtad.tILdL'nY.OY Tr1f.'b rU[ lS Clfissr Ilrtl(1II51���
3 46 �Y"��

C�
Permit SW8 080740
Basin ID
Existing Wetland
BMP
BMP #1
Sand Filter
BMP #2
Wet Pond A
BMP #3
Wet Pond B
BMP #4
Wet Pond C
Redevelopment
MEW Area
Low Density
Jogging Trail
Receiving Stream
Scales Creek
Scales Creek
Scales Creek
Scales Creek
Scales Creek
Scales Creek
Scales Creek
Stream Class *
SC; HQW; NSW
SC; HQW; NSW
SC; HQW; NSW
SC; HQW; NSW
SC; HQW; NSW
SC; HQW; NSW
SC; HOW; NSW
Stream Index Number *
19-16-4
19-16-4
19-16-4
19-16-4
19-16-4
19-16-4
19-16-4
Total Drainage Area (sf)
239,580
39,463
81,850
80,643
57,300
48,788
125,134
Onsite Drainage Area (sf)
239,580
39,463
81,850
80,643
57,300
48,788
125,134
Off site Ora inage Area (sf)
0
0
0
0
0
0
0
Proposed Impervious Area** (sf)
892
33,809
55,642
51,560
32,508
29,302
13,388
%impervious ** (total)
51.8%
85.7% 1
68.0%
63.9%
56.7% 1
60.1% 1
10.7%
Impervious Surface Area
Existing Wetland
BMP
BMP #1
Sand Filter
BMP #2
Wet Pond A
BMP #3
Wet Pond B
BMP #4
Wet Pond C
Redevelopment
VMFW Area
Low Density
Jogging Trail
On -site Buildings / Lots (sf)
0
0
0
15,831
12,782
7,997
0
On -site Streets (sf)
0
0
0
0
0
0
0
On -site Parking (sf)
0
29,809
52,987
15,093
0
19,052
0
On -site Sidewalks (sf)
1,530
0
1,155
6,636
6,410
2,253
13,388
Other on -site BUA (sf)
0
0
0
0
8,566
0
0
Future BUA for BMP(sf)
61,622
4,000
1,500
14,000
4,750
0
0
Existing BUA*** (so
60,926
0 1
0 1
0 1
0
0
0
Total BUA (sf):
124,078
1 33,809
55,642 1
51,560 1
32,508
1 29,302
13,388

** by ervi.Otis area is defined as the built upon area including, but flat 1buited to, buildbigs, roads, parking areas,
sidewalks, gravel areas, etc.
Report only that arrtourtt of existing BLIA that will rentrrin after development. Do not report any existing BLIA that
is to be reproved and which will be replaced by Crew BLIA.
0 11. How was the off -site impervious area listed above determined? Provide documentation. Field visit and
topographic survey.
Pro'ects in Union County: Cotrtcact DEMLR Central Office staff to check if the project is located �% ithirr a Threutertecl R
Etrdai)gered Species tvatershed that trrcY be subject to more stringent storniirater requirements as per 15A NCAC 02B 0000.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
Vl. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http-.//portal.iicdetir.org/wcb/­kN,q/ws/su/statesw/fornis does. The complete application package should be
submitted to the appropriate DFMLR Office" (The appropriate office may be found by locating project on the
interactive online map at littp:L.Lportal.ncdenr.org/web/wq/ws/su/ma�is.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/kveb/wq/ws/sit/statesw/fortes does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required its per Part V11 below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envlielp.or,,4/pages/onestopexi2ress.htrni for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6, A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within'h mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
S. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
E Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances. �_ !" 4j; 's
j. Site Layout with all BUA identified and dimensioned.''
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
Fornt SWU-101 Version Oct. 31, 2013 Paco 4 of 6 °>Y

m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify /%(/{/
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xl1" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book. MILITARY Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LI.0 must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
htt www.secretar .state.nc.us Cor orations CSearch.as x
VI1. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
MM
IV 1 A
r
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded fromlittp://VortaLncdenr.orgl�,veb/ir/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
Vill. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engine er:Meredith Cutchin P1
Consulting Firm: NAVFAC Midlant, MC IPT
Mailing Address: 9324 Virginia Avenue, BLDG Z-140 Room 104
City:Norfolk State:VA Zip: 23511
Phone: (757 ) 341-0323
Email:meredith.cutchin <+ navy.mil
Fax: (757 ) 341-0322
IX. PROPERTY OWNER AUTHORIZATION (if Contact Infornation, item 2 has been filled out, complete this
section)
1, (print or type name of parson listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type W111le of prrson
listed in Contact Information, item hO with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-]O1 Version Oct. 31, 2013 Page 5 of
MA�t

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify Di -.MLR immediately and
16 submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result its appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
it Notary Public for the State of
, do hereby certify that
before me this _ day of
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type rrame of person listed in Contact Informatlott, item In) Titotrtos Bradslurzo
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, an� t the propp�sI project complies with the requirements of the
applicable stormwater rules t er 15A NCAC %I000 y other applicable state stormwater requirements.
Signature: f �� /'l /� Date::, ��{f•/�/��
I,j a Notary Public for the State of �H�bn5County of
do hereby certify that �i '�F personally appeared
before me this A 7-
day of r, . tIS, and aclui wledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
ze
Notary Public '
_ Onslow County
=My Commission Expires=
05/26/2019
SEAL
My commission expires
` C
Form SWU-101 Version Oct. 31. 2013 Pa-e 6 of 6 -
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NCDENR Q
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all the required information.
I. PROJECT INFORMATION
Project name
P-828 Field Medical Service School
choo!
Contact name
Neal Paul
Phone number
910 451-3034
Date
Nov. 25, 2013
Drainage area number
1
!l: DESIGN INFORMATION'
Site Characteristics
Drainage area
239,581.00 ftZ
Impervious area
124,078.50 ft2
Percent impervious
51.8% %
Design rainfall depth
1.50 inch
Peak Flow Calculations
1I I I t 11 /1/
1-yr, 24-hr rainfall depth
in
�� C A RO��`��
1 yr, 24 hr intensity
Whir-�
`\��
0�' • E S S
F O y
Pre -development 1-yr, 24-hr runoff
ft Isec
Post -development 1-yr, 24-hr runoff
ft3lsec
PrelPost 1-yr, 24-hr peak control
ft3lsec
�Q:'S
Storage Volume: Non -SA Waters
Minimum required volume
15,512.00 ft 3
co02�
F \
Volume ryp pool volume) tem ora provided
p p
15,512.00 ft3
OK
Storage Volume: SA Waters Parameters
1.5" runoff volume
ft3
Pre -development 1-yr, 24-hr runoff volume
ft3
Post -development 1-yr, 24-hr runoff volume
ft3
r••.
Minimum volume required
ft3
,� --�
Volume provided
ft3
''
FEB 0 3 20%
Outlet Design
Depth of temporary poollponding depth (DP,a,$)
12.00 in
OK
Drawdown time
2.96 days
OK BY'
Diameter of orifice
2.00 in
OK
Coefficient of discharge (CD) used in orifice diameter
0.60 (unitless)
calculation
Driving head (H,) used in the orifice diameter calculation
0.30 ft
Provide calculations to support this driving head.
Form SW401-Wetland-Rev.6-11116109 Parts I and II. Project Design Summary, Page 1 of 3

11
Surface Areas of Wetland Zones
Surface Area of Entire Wetland
Shallow Land
The shallow land percentage is-.
Shallow Water
The shallow water percentage is:
Deep Pool
Forebay portion of deep pool (pretreatment)
The forebay surface area percentage is:
Non-forebay portion of deep pool
The non-forebay deep pool surface area percentage is:
Total of wetland zone areas
Add or subtract the following area from the zones
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top)
Permanent Pool Elevation (PPE)
Shallow Water/Deep Pool (top)
Shallow Water bottom
Most shallow point of deep pool's bottom
Deepest point of deep pool's bottom
Design must meet one of the following two options:
This design meets Option #1,
Top of PPE is within 6" of SHWT, If yes:
SHWT (Seasonally High Water Table)
This design meets Option #2,
Wetland has liner with permeability < 0.01 inlhr, If yes:
Depth of topsoil above impermeable liner
Topographic Zone Depths
Temporary Pool
Shallow Land
Permanent Pool
Shallow Water
Deep Pool (shallowest)
Deep Pool (deepest)
Planting Plan
Are cattails included in the planting plan?
Number of Plants recommended in Shallow Water Area:
Herbaceous (Ccubic-inch container)
Number of Plants recommended in Shallow Land Area:
Herbaceous (4*cubic-inch container), OR
Shrubs (1 gallon or larger), OR
Trees (3 gallon or larger) and Herbaceous (4+ cubic -inch)
Number of Plants provided in Shallow Water Area:
Herbaceous (Ccubic-inch container)
Number of Plants provided in Shallow Land Area:
Herbaceous (4' cubic -inch container)
Shrubs (1 gallon or larger)
Trees (3 gallon or larger) and
Grass -like Herbaceous (4+ cubic -inch)
15,512.00 ft2
6,200.00 ft2
40% %
6,200.00 ft2
40% %
1,552.00 ft2
10% %
1,560.00 ft2
10% %
15,512.00 ft2
0.00 ft2
OK
OK
OK
OK
OK
OK
15.20 ft amsl
14.20 ft amsl
13.68 ft amsl
11,68 ft amsl
11.68 ft amsl
Y (Y or N)
12.18 ft amsl OK
N (Y or N)
6.00 in OK
12,00 in OK
6.24 in Insufficient shallow water depth.
30.24 in OK
30.24 in OK
N JY or N) OK
r *U°E
1,550
FEB 0 3 2014
1,550
248 BY;
31 and 1,240
93 Higher density is required.
93 More required if not planting shrubs or trees.
124 More required if not planting herb. and/or trees.
31 OK
Form SW401-Wetland-Rev,6-11116W Parts I and 11. Project Design Summary, Page 2 of 3

AddNonat Information
Can the design volume be contained?
Y (Y or N)
OK
Does project drain to SA waters? If yes,
Y (Y or N)
OK
What is the length of the vegetated filter?
300.00 ft
Are calculations for supporting the design volume provided in the
Y (Y or N)
OK
application?
Is BMP sized to handle all runoff from ultimate build -out?
Y (Y or N)
OK
Is the BM located in a recorded drainage easement with a
N/A (Y or N)
Insufficient ROW location.
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is:
3.08 :1
OK
Approximate wetland length
262.00 ft
Approximate wetland width
85.00 ft
Approximate surface area using length and width provided
22,270.00 ft2
This approx. surface area is within this number of square feet
of the entire wetland surface area reported above:
Will the wetland be stabilized within 14 days of construction?
_ Y (Y or N)
OK
E VV
FEB 0 3 2014
BY:
Form SW401-Wetland- Rev .6-11116l09 Parts I and IS. Project Design Summary. Page 3 of 3

0
SUPPLEMENT-EZ FORM COVER PAGE
Please indicate the types, quantities and locations of SCMs that will be used on this project:
I Quantity
I Location(s)
Infiltration System
Bioretention Cell
Wet Pond
3
CG-406
__ _
5tormwater Wetland
i
Permeable Pavement
- - - - ----------- •--
Sand Filter I
— _
1
— --- --- — --- - - - _ - - -- - — -- --- - -- - - -
CG-401
Rainwater Harvesting_
---Rainwater
Green Roof
Level Spreader -Filter Strip _I
Disconnected Impervious Surface I
I
Treatment Swale
Dry Pond
Designer information for this project:
Name and Title:
Meredith Cutchin, PE
Organization:
NAVFAC Midlant, MC IPT
Street address:
9324 Virginia Avenue, BLDG Z-140 Room 104
City, State, Zip:
Norfolk, VA 23511
Phone number(s): _ 1757-341-0322
Email:
[e-mail]
Designer
Signahure of Designer
r Date
BIY. ` "� 19 2013
Applicant:
7
lrmro ffl e
Qw�rrt�
Project Name:
P-1320 Bachelor Enlisted Quarters at
Camp Johnson
Address
F_ Company E Street
City / Town
Camp Lejeune
Company:
Commanding General - MCB Camp Lejeune, North Carolina
Contact:
David Towlef
Mailing Address:
1005 Michael Road —
City, State, Zip:
Camp Lejuene, NC 28547
Phone number(s):
910-451-3238 x3284
Email:
david,[e-mail]
Certification Statement:
I certify, under penalty of law: that this Supplement-EZ form and all supporting
information were prepared under my direction or supervision;
that the information provided in the form is, to the best of my knowledge
and belief, true, accurate, and complete; and
that the engineering plans, specifications, operation and maintenance
agreements and other supporting information are consistent with
the information provided here.
I am aware that there are significant penalties for submitting false
information including the possibility of fines and imprisonment for knowing
violations as well as a report being made to my professional board.
Cover Page 1 15:12 3/27/2018

SAND FILTER
P-1320 Bachelor Enlisted Quarters at Camp Johnson
THE DRAINAGE AREA
Dra=nage area,,umber
Send Filter 1
Break down of BUA in the drainage area (bath new and existing):
Total coastal wetlands area (sq fq
- Parking f drvewey isq fit
Total surface :vatef a,ea Ise ft)
- Sidewalk. isq It)
Total drainage area (sq to
39463 sf
- Roof (sq 8)
BUA associated with existing development (so ft)
Preposed new BUA (sq fq - - _ - - - - - - -
- Roadway (sn f;)
- Other nloasa spac,fy m the comment bi, , below isq it) 4000 sf
338N sf
PL. cool BUA of drainage area
86%
Total BUA (sq it) 33" sf
COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM
5lormwale`r r -arms};ha[a,. I (please s_cfi)
Desrga ramlfah dent,, (i^i 1.5 in
Minimurri volume required (af ft i 3038.0 cf -
Des9ryn VOIUMA of SCM ECU It) 3125_0 of
QG� 17 Y�Qh J• '
- _
GENERAL IVIDC FROM 0ZH .1050
41 Is the SCtd sizad to ;reef ;he SW from all =udaCes a; bwld-out?
Yes
47 lI aop'.rcable. with the SCM to cleaned out afar ConsruCUon� _ _ _ _ _ _ Yes
_--_ _ _ _ Yes
#6 [?ees the ma�nelenance acc_e_ss comply with General Ivil (3)
42 Is the SCIA Iocaied on or now cortaminaled sods?
No
43 VJhat are the side slopes of the SCM 11 V)>
3-.1
_
99 Goes the drainage easerrent comply wnh Ge-tral MDC (9)7 _ _ Yes
43 Does the SCM have retaining wails. gabior, walls or othar engineered side elopes?
No
910 11 t-e SCM is on a single farrily In:. does the plat coarply with Generel MDC (10)% Yes _
411 Is there an 08M Agreement that complies vv-t''. General MDC (1117 Yes
04 Are the inlels, m.,tlels. anc receiving stream protecied from erosion (10-yea, storm,)?
Yes
;5 Is there a a bypass for flows rn e.Cess of the design 'low?
U5 What is the method for dewatonng the SCM for maintenance?
Yes
4 i2 Is ;here an 0SM Plan teat cornolios wnh Cie-eral M13c; (12)? Yes
#i3 Was the SCM desgned by an NC b.oensed pn)fe5sionaIP Yes
I Pump (preferred)
SAND FILTER MDC FROM 02H .1056
#1 SHWielevation (find)
- 9 it
43 Volume of sm,riwwer from drainage area dur-rc desgn storm r,cubic f et)
3038.0 of
41 Type of sand Mier toper or closed]
Open
'3 Total volume that Can. be stored aitore the sedrn:an; arc sand charm+ors (cubic toot.
3125 cf
41 If closed. describe if the hrter will be pre -cast or poor -in -place
#3 Is !ws sand :filler designed to peak flo%vO Yes
-3 Elevation of :he bypass device (Imsi) - 15 It
aj Describe Die bypass device
#1 If closed too of crate eleva?ion (fmsll
42 Volume that Can. be retained in thesedirnent chamber (cubic feet)
1563 cf
15' wide emergency spilhvay.
-
42 Will inere be a permanent pool in the sediment Chamber?
No
42 BeCom of the sediment chamber (find) I
13.00 R
zL4 Pending depth from the top of the sanC to the bypass device (It) � 2 ft __..
42 Area of the sediment chamber (square feet)
1112 sf
_—_ -
45 Describe the mechanism for distrrhr.ltrng flow over the sand surface
_
Y2 Pnvsical depth of t^esediment chamber (inches)
38 in
Rip nap berm
42 Pcnding depth m fnesediment chami above any pennanen; pool trnChes)
13,2 in
iM Sand specification for sand chamber
42 Elevation of lop of weir between chambers (finsl) —
' 14,2
_
ASTM C33
Pi Uep,h above Underdrain p,.:re finches) �- 15 in
42 Volume ma: can be retarned in thesand chamber (cubic tee:!
02 BCllom cf .tie sand chamber Ifm_I)
1 %3 d.
_ 13 it
a2 Area of the sand chamber (square feet)
1112 sf-
48 Will Tro media be maintained to drain a: leas, tero inches :>er Hour ai the sane surface? Yes
42 pry siCai depth of the sand chamber [inches)
40 in'
49 Is at least one clean -out Pipe provide,, at the iav oeot of e3fh tiqdef or aii, line? T� Yes
=7. pcnring depth in tnesand chamber above any permanent pool (i ches)
14 in
79 WEIi clean -out pipes ou capned7 Yes
ADDITIONAL' INFORMATION
Please use thle space t6 crevice any aUdibonal information about this Sa,,d flier that you lhrnle is relevant 10 the review
Other. BUA is future for this BMP.
P+� 4 201'
Sand Filter
I
By,
10it'l 5/A/20tS

r
- •fA/
Wet Pond
0 0
WET POND P-1320 Bachelor Enlisted Quarters at Camp -Johnson
THE DRAINAGE AREA 1
Drainage area number
Wet Pond A
Break down of BUA in the drainage area (both new and existing(:
Total coastal wetlands area (sq fl)
- Parking y driveway (sq fl)
52987 sf
Total surface water area (sq ft)
- Sidewalk (sq fl) _
1155 sf
Total drainage area (sq tt)
61850 sf
- Roof (sq ft)
BUA associated with existing do bpmerit (sq ft)
- Roadway (sq ft)
Proposed new BUA (so ft)
55642 at
-Other,, please specify in the comment box below (so ft)
1500 sf
Percent BUA of drainage area
68%
Total BUA (sq. it)
55642 sf
COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM
Stormwater program s that appl ( lease sped )
n rainfall depth (in)
1.5 in
Vi -jA
um volume required (ou ft)
rlri,_nvo�ume
6771.0 of
of SCM (cu tt)
1 f002-0 of
GENERAL MDC FROM 02H .1050 .
#1 Is the SCM sized to treat the SW from all surfaces at build -out?
Yes
#7 If applicable, with the SCM be leaned out after Construction?
Yes
#2 Is the SCM located on or near Contaminated soils?
No
#6 Does the mainelenance access comply with Geneal MDC (8 ?
Yes
#3 What are the side slopes of the SCM (h_V)? _
3:1
#9 Does the drainage easement comply with General MDC (9)?
Yes
#3 Does the SCM have retaining walls, gabion walls or other engineered side slopes?
No
#10 If the SCM is on a single family lot, does the piat comply with General MDC (10)?
Yes
#d Are the inlets, outlets, and receiving sVeam proteaed from erosion (10-year slormI?
Yes
#11 Is there an O&M Agreement that writ ea with General MDC (11)?
Yes
#5 Is there a a bypass for flows in excess Of the design f 0i
Yes
#12 Is there an O&M Plan that complies with General MDC (12)?
Yes
#6 What is the method for dewatering the SCM for maintenance?
Pump (preferred)
_ _
#13 Was the SCM designed try an NO licensed professional?
Yes
WET POND MDC FROM 02H .11
#1 Method used
9A1DA
#6 Width of the vegetated shelf {feet)
B ft
#1 Surface area of the main permanent pook (square feet) _ _
4121 sf
_ _
#6 Location of vegetated shelf
Above Normal Pool
#1 Volume of the main permanent pool (cubic feet)
13233 of
_
#6 Elevation of top of shelf (fmsl)
13 tt
#2 Average depth of the main pool (feet)
3.2 ft
#6 Elevation of bottom of shelf (fmsl) _
12 It
#2 Was the vegetated shelf inducted in the calculation of average depth?
No
#6 Slope of vegetated shelf (H,V)
6�1
#2 Elevation of the bottom of the permanent pool (fmsl) -__
7 it
#7 Diameter of drawdown onfice (inches)
1-25 in
#2 Elevation of the top of the permanent pool (frnsl)
12 fl
#7 Drawdown time for the temporary pool (hours)
61 1
#2 Elevation of the top of the temporary pool (tmsq
13,5 It
#7 Does the orifice it awdown from beiow the lop surface Of the permanent pool?
Yes
#3 Depth provided for sediment storage (inches)
6 in
#8 Does the pond minimize impacts to the receiving channel from the 1-yr. 24-nr storm?
Yes
#4 Are the imet(s) and outlet located in a manner that avoids short-circuiting?
Yes
#9 Are fountains proposed?
No
#4 Describe any measures, such as berms or baffles, that will be taken to improve the flow path:
#9 If yes, is documentation provided per Wet Pond MDC (9)?
Rip rap berm between forebay and main pond.
#10 Is a trash rack or other device provided to protect the outlet system? _
Yes
#5 Volume of the forebay (cubic feet) T
2769
#11 Are the dam and embankment planted in non -clumping turf grass?
Yes
#5 Is this 15-20% of the volume in the main pool?
No
#11 Species of turf that will be used on the dam and embankment
Eremowoa op—id-
#5 Depth of forebay at entrance (inches)
24.0 in
#11 Describe the planting plan for the vegetated shelf:
_
#5 Depth of forebay at exit (inches)
O.C. spacing. 4" pots. Carex Tenee, Hibiscus Cocclneus, Saorharum Baldwinn. Vegetate she# plantings shall be
placed in informal mosaic massings to appear as "natural". Plant massings shall vary between 100 square feet and 500
square feet. Verify layout prior to installation with contracting officer. -
-
#5 Does water flow out of me forebay in anon -erosive manner?
#5 Clean -out depth for torehay finches)
dIV
_�Lnrr
#5 WII the forebay be cleaned out when the depth is reduced to less than the above?
ADDITIONAL INFORMATION
Please use this spate to provide any additional information about this wet pond that you think is relevant to the review:
Other BUA is future for this BMP. For Wet Pond A the forebayvolume is 20-9% of the main I volume. Wet Pond MDC 5: Foreba states that forebay volume shall be 15 to 20 percent of the volume in the main I The for ba
P� Y, the Y pence Poo. e y
volume being 20.9% versus 20% is not substantial and will not create any difference in the performance of Wet Pond A. Both the forebay and main pond areas of Wet Pond A are already significantly oversized for the drainage area; the
additional 0.9% volume in the forebay is not taking any true needed volume away from the main pond or creating a short arching issue. If anything, Wet Pond A having an additional 0.9%volume in the forebay will allow additional space for
iment and allow for superior treatment.
17-06 4/11/2018

0
WET POND
THE DRAINAGE AREA
Drainage area number
Total coastal wetlands area (sq ft)
Totat surface water area (sq ft)
Total drainage area (sq ft)
BUA associated with existing development (sq ft)
Proposed new BUA (sq ft)
E
P-1320 Bachelo
Wet Pond B Break down of BUA In the drainage area (both now and
Parking / driveway (sq ft)
Sidewalk (sq ft)
80643 sf Root (sq ft)
Roadway (sq ft)
51560 sf Other, please specify in the comment box below (sq ft)
COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM
Stormwater program(s) that apply (please specify):
av►-i nog, 5
GENERAL MDC FROM 02H .1050
#1 Is the SCM sized to treat the SW from all surfaces at build -out?
Yes
42 Is the SCM located on or near contaminated soils?
No
#3 What are the side slopes of the SCM (H V)?
3:1
#3 Does the SCM have retaining walls, gabion walls or other engineered side slopes?
No
#4 Are the inlets, outlets, and receiving stream protected from erosion (10-year storm)?
Yes
#5 Is there a a bypass for Flows in excess of the design flow?
Yes
#6 What is the method for dewatering the SCM for maintenance?
Pump (preferred)
WET POND FROM 02H .1053
91 Method used
SA/DA
#1 Surface area of the main permanent pool (square feet)
3836 sf
#1 Volume of the main permanent pool (cubic feet)
14128 cf
#2 Average depth of the main pool (feet)
3.6 ft
#2 Was the vegetated shelf included in the calculation of average depth?
No
#2 Elevation of the bottom of the permanent pool (fmsl)
5 ft
#2 Elevation of the top of the permanent pool (fmsl)
lift
#2 Elevation of the top of the temporary pool (fmsi)
12.5 ft
#3 Depth provided for sediment storage (inches)
6 in
#4 Are the inlet(s) and outlet located in a manner that avoids short-circuiting?
Yes
#4 Describe any measures, such as berms or baffles, that will be taken to improve the flow path,
Rip rap berm between forebay and maim pond.
#5 Volume of the forebay (cubic feet)
2769
#5 Is this 15-20% of the vo#ume in the main pool?
Yes
#5 Depth of forebay at entrance (inches)
12.0 in
#5 Depth of forebay at exit (inches)
0 in
#5 Does water flow out of the forebay in a non -erosive manner?
Yes
#5 Clean -out depth for forebay (inches)
30 in
#5 Will the forebay be cleaned out when the depth is reduced to less than the above?
Yes
ADDITIONAL INFORMATION
Please use this space to provide any additional information about this wet pond that you think is relevant to the review.
41
Y�
Other BUA is future for this BMP.
46
Wet Pond 1
Design rainfall depth (in)
Minimum volume require
amp Johnson
2
15093 sf
6636 sf
15831 sf
14000 sf
51560 Sf
1.5 in
6305 cf
#7 If apphcable, with the SCM be Geared out after construction?
Yes
#8 Does the mainetenance access comply with General MDC (8)?
Yes
#9 Does the drainage easement comply with General MDC (9)?
Yes
410 If the SCM is on a single family lot, does the plat comply with General MDC (10)7
Yes
#11 Is there an O&M Agreement that complies with General MDC (11)?
Yes
#12 Is there an O&M Plan that complies with General MDC (12)?
Yes
913 Was the SCM designed by an NC licensed professional?
Yes
#6 Width of the vegetated shelf (feet)
6 ft
#6 Location of vegetated shelf
Above Normal Pool
#6 Elevation of top of shelf (fmsl)
12 ft
96 Elevation of bottom of shelf (fmsl)
11 ft
#6 Slope of vegetated shelf (H:V)
6:1
#7 Diameter of drawdown onhce (inches)
1.25 in
#7 Drawdown time for the temporary pool (hours)
57 hrs
07 Does the orifice drawdown from below the top surface of the permanent pool?
Yes
#B Does the pond minimize impacts to the receiving channel from the 1-yr, 24-hr storm?
Yes
#9 Are fountains proposed?
No
09 If yes, is documentation provided per Wet Pond MDC (9)?
410 Is a trash rack or other device provided to protect the outlet system?
Yes
911 Are the dam and embankment planted in non -dumping turf grass?
Yes
411 Species of turf that will be used on the dam and embankment
Eremochloa
Ophiuroi les
911 Describe the planting plan for the vegetated shelf:
18" O.C. spacing. 4" pots. Carex Tenera, Hibiscus Coccineus, Saccharum Baldwinii. Vegetate shelf plantings shall be
placed in informal mosaic massings to appear as "natural". Plant massings shall vary between 400 square feet and 500
square feet. Verify layout prior to installation with contracting officer.
17:06 4/11/2018

0

VVt I F UNU
P-1320 Bachelor Enlisted Quarters at Camp
Johnson
THE DRAINAGE AREA
3
Drainage area number
Total coastal wetlands area (sq it)
Wet Pond G
Break down of BUA in the drainage area (both new and existing):
Parking / driveway (sq ft)
Sidewalk (sq ft)
Total surface water area (sq ft)
Total drainage area (sq ft)
57300 sf
Roof (sq ft)
Roadway (sq ft)
Other please specify in the comment box below (sq rt)
-
12782 sf
BUA associated with existing development (sq ft)
Proposed new BUA (sq ft)
32508 sf
13316 sf
32508 sf
Percent BUA of drainage area
57%
Total Bi (sq ft) m�
COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM
Stormwater program(s) that apply (please specify)
IDesign rainfall depth (in)
-- — --�..- - — -- - -
Minimum volume required (cu ft}
1.5 in
3999 U
p�ti� 1f1t!^ S�
Design volume of SCM (cu ft) I
6303 cf
GENERAL MDC FROM 02H .1050
41 Is the SCM sized to treat the SW from all surfaces at build -out?
Yes
t!7 If applicable, with the SCM be cleaned out after construction?
#8 Does the maintenance access comply with General MDC (6)? T - -_-�_- -- ---
Yes
42 Is the SCM located on or near contaminated soils?
No -
Yes
#3 What are the side slopes of the SCM (H:V)?
3:1
49 Does the drainage easement comply with General MDC (P)7
Yes
03 Does the SCM have retaining walls, gabOn walls or other engineered side slopes?
No
#10 If the SCM is on a single family lot. does the Plat comply A th General MDC (10)?
#11 Is there an O&M Agreement that complies with General MDC (11)?
Yes
#n Are the inlets, outlets, and receiving stream protected from erosion (10-year stomt)?
Yes
Yes
#5 is there a a bypass for flows in excess of the design flow?
Yes
#12 Is there an O&M Plan that complies with General MDC (12)?
1#13 Was the SCM designed by an NC licensed professional?
Yes
#6 What is the method for dewatering the SCM for maintenance?
Pump (preferred)
Yes
WET POND MDC FROM 02H .1053
#1 Method used
SA/0A
#6 Width of the vegetated shelf (feet) _ _
96 Location of vegetated shelf — v_
6 ft
#1 Surface area of the main permanent pool (square feet)
2894 sf
Above Normal Pool
#1 Volume of the main permanent pool (cubic feet)
91.52 cf
#6 Elevation of top of shelf (frnsl) -
#6 Elevation of bottom of shelf (fmsl) f _ —
#6 Slope of vegetated ;half_(H',V)
14 h
42 Average depth of the main pool (feet)
3.2 ft
13 it
92 Was the vegetated shelf included in the calculation of average depth?
No
6:1
92 Elevation of the bottom of the permanent pool (fri
7 tL
97 Diameter of drawdown orifice (inches) — _ _ _
97 Drawdown time for the temporary pool (hours) -_
4.0 in
#2 Elevation of the top of the permanent pool (fmsl)
13 ft•
60 hrs
#2 Elevation of the top of the temporary pool (fri
#3 Depth provided for sediment storage (inches)
14.25 ft
tt7 Does the orifice drawdown from below ;he top surface of the permanent pool?
#8 Does the pond minimize impacts to the receiving channel from the 1-yr. 24-hr storm?
Yes
(. 6 in
Yes
#c Are the inlet(s) and outlet located in a manner that avoids short-circuiting?
Yes
09 Are fountains proposed? �-
- No
#d Describe any measures, such as berms or baffles, that wilt be taken to improve the flow path:
49 It yes, is documentation provided per Wet Pond MDC (9)1) i
—
Rip rap berm between forebay and main pagd. _
#10 Is a trash rack or other device provided to protect the outlet system?
Yes
#5 Volume of the torebay (cubic feet)
1548
#11 Are the dam and embankment planted in non-ciumping turf grass?
Yes
I
#5 Is this 15-201u of the volume in the main pool?
Yes
—
#t l Species of turf that will be used on the dam and embankment
—
Eremochloa
Ophiuroldes
95 Depth of forebay at entrance (inches)
24 in
911 Describe the planting plan for the vegetated shelf
#5 Depth of forebay at exit (inches)
in
18" O.G, spacing. 4" pots. Carex Tenera, Hibiscus Coccineus, Saccharum 9atdwinii. Vegetate shelf plantings shall be
placed in informal mosaic massings to appear as "natural'. Plant massings shall vary between 100 square feet and 500
square feet. Verify (ayout prior to installation with contracting officer.
#5 Dees water flow out of the forebay in a non -erosive manner?
Yes
#5 Clean -out depth for forebay (inches)
48'in
95 Will the forebay be cleaned out when the depth is reduced to less than the above? Yes
ADDITIONAL INFORMATION
Please use this space to provide any additional information about this wet pond that you think is relevant to the review:
Other BUA is 8,566 SF BasketballMlorkout Area and 4,750 SF future for this BMP.
YI 4
MAY 0 4 ?A!B
We
10:47 S/4%2018

Permit Number.�� DZ 7
(to & provided by DiVQ)
Drainage Area dumber:
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this WMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of die BIMP.
Important maintenance procedures:
— Immediately following construction of the Stormwater wetland, bi-weekly inspections will be
conducted and wetland plants will be watered bi-weekly until vegetation becomes established
(commonly six weeks).
— No portion of the stormwater wetland will be fertilized after die first initial fertilization that is
required to establish the wetland plants.
— Stable groundcover will be maintained in the drainage area to reduce the sediment load to the
wetland.
— Once a year, a dam safety expert should inspect the embankment.
After the stormwater wetland is established, I will inspect it monthly and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.,
BMP element:'
Potential robleni:
How_d will_rem`ediate the, roblem:� ^
Entire BMP
'Trash/debris is present.
Remove the trash/debris.
Perimeter of wetland
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
gully, and then plant a ground cover and
water until it is established. Provide time
and a one-time fertilizer application.
Vegetation is too short or too long.
iVlaintain vegetation at an appropriate
hen ht.
Inlet device: pipe or
The pipe is clogged (if applicable).
Unclog the pipe. Dispose of the sediment
Swale
offsite.
The pipe is cracked or otherwise
Replace the pipe;.
damaged if applicable).
Erosion is occurring in the swale (if
Regrade the swale if necessary to smooth
applicable).
it over and provide erosion control
devices such as reinforced turf matting or
riprap to avoid future problems with
erosion.
E(__, E1VF_
DEC 12 2013
Form SW40 I -Wetland O&M-Rev.4

-BMP element:, '.'Potential Oro . em: '+
Forebay Sediment has accumulated in the
forebay to a depth that inhibits the
forebay from functioning well.
Deep pool, shallow water
and shallow land areas
Embankment
Micropoot
Outlet device
Receiving water
Erosion has occurred.
Weeds are present.
Algal growth covers over 50% of the
deep pool and shallow water areas.
Cattails, phragmites or other invasive -
plants cover 50% of the deep pool and
shallow water areas.
Shallow land remains flooded more
than 5 days after a storm event.
Plants are dead, diseased or dying
Best professional practices show that
pruning is needed to maintain optimal
plant health,
Sediment has accumulated and
reduced the depth to 75% of the
original design depth of the deep
pools.
A tree has started to grow on the
embankment.
An annual inspection by appropriate
professional shows that the
embankment needs repair.
Evidence of muskrat or beaver activity
is present.
Sediment has accumulated and
reduced the depth to 75% of the
original design depth.
Clogging has occurred.
The outlet device is damaged
Erosion or other signs of damage have
occurred at the outlet.
Form SW401-Wetland O&M-Rev.4
Permit Number:
(to be provided by DWQ)
How twill•remediate.the,probleem:.._�
Search for the source of the sediment and
remedy the problem if possible. Remove
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BM.P.
Provide additional erosion protection such
as reinforced turf matting or riprap if
needed to prevent future erosion
problems.
Remove the weeds, preferably by hand. if
a pesticide is used, wipe it on the plants
rather than spraying.
Consult a professional to remove and
control the algal growth.
Remove invasives by physical removal or
by wiping them with pesticide (do not
s ray) - consult a professional.
Unclog the outlet device immediately.
Determine the source of the problem:
soils, hydrology, disease, etc. Remedy the
problem and replace plants. Provide a
one-time fertilizer application to establish
the ground cover if necessarv.
Prune according to best professional
practices.
Search for the source of the sediment and
remedy the problem if possible. Remove
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
Consult a dam safety specialist to remove
the tree.
Make all needed repairs.
Consult a professional to remove muskrats
or beavers.
Search for the source of the sediment and
remedy the problem if possible. Remove
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
Clean out the outlet device. Dispose of the
sediment off -site.
Repair or replace the outlet device.
Contact the NC Division of Water Quality
401 Oversight Unit at 919-733-1786.
F E VF—
Pa e 26 f 3�13

Permit Number:
{ro be provided br Ddl'Q)
i acknowledge and agree by my signature below that I am responsible for the performance of'the
maintenance procedures listed above. I agree to notify DWQ ol'any problems with the system or prior
to any changes to the system or responsible party.
Project name:'-828 field Medical Services School (SW8 080740)
B11P drainage area number: I
Print name:NEAL PAUL
Title: USMCB CAMP LEJEUNE. DESIGNATED GOVERNMENT OFFICAL
Address:I & E BLDG 12 MARINE CORPS BASE PSC BOX 20004.CAM13 LEJEUNE,NC 28524.
Phorn
Sign;:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50%of the lots have been
sold and a resident of the subdivision has been named the president.
1, V kAV'LA-V 1'vv`::'S a Notary Public for the State of
County oh do hereby certify that!,
Vm1 personally appeared before me this u`� day of
) , and acknowledge the due execution of the forgoing stormwatcr wetland
maintenance requirements. Witness my hand and official seal.
KE LL EY VANDECOEVERIN
NOTARY PUBLIC
ONSLOW COUNTY
STATE OF NORTH CAROLINA
SEAL
My commission expires
DEC 12 2013
gY:
Form SW401-Wetland O&M-Rev.4 Page 3 of 3

Peanut Number: ` iD
(ro he Provided b , DIVQ)
I[I
r�
0
Drainage Area Nwnher:
Sand Filter Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the sand filter.
— The sedimentation chamber or forebay will be cleaned out whenever sediment depth exceeds
six inches.
— Once a year, sand media will be skimmed.
— The sand filter media will be replaced whenever it fails to function properly after maintenance.
The sand filter will be inspected quarterly and within 24 hours after every storm event greater than
1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance will be kept in
a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
l3MP element:
Potential problem:
How I will remediate the problem.
Remove the trash/debris.
Entire BMP
Trash/debris is present.
Adjacent pavement (if
Sediment is present on the
Sweep or vacuum the sediment as soon as
applicable)
pavement surface.
possible.
Perimeter of sand filter
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
gully, and then plant a ground cover and
water until it is established. Provide lime
and a one-time fertilizer application.
Vegetation is too short or too long.
Maintain vegetation at an appropriate
height.
Flow diversion structure
The structure is clogged.
Unclog the conveyance and dispose of any
sediment offsite.
The structure is damaged.
Make any necessary repairs or replace if
dama e is too large for repair.
Forebay or pretreatment area
Sediment has accumulated to a
Search for the source of the sediment and
depth of greater than six inches.
remedy the problem if possible. Remove
the sediment and stabilize or dispose of it
in a location where it will not cause
impacts to streams or the BMP.
Erosion has occurred.
Provide additional erosion protection such
as reinforced turf matting or riprap if
needed to prevent future erosion
_.problems.
Weeds are present.
Remove the weeds, preferably by hand. If
a pesticide is used, wipe it on the plants
rather than spraying.
Form SW401-Sand Filter O&NI-Rev.4 2009Sept17
{ Paelof3

•
•
BMP element:
Potential roblein:
How I will remediate theproblem:
Filter bed and underdrain
Water is ponding on the surface for
Check to see if the collector system is
collection system
more than 24 hours after a storm.
clogged and flush if necessary. If water
still ponds, remove the top few inches of
filter bed media and replace. If water still
ponds, then consult an expert.
Outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the
sediment offsite.
The outlet device is damaged
Repair or replace the outlet device.
Receiving water
Erosion or other signs of damage
Contact the NC Division of Water Quality
have occurred at the outlet.
401 Oversight Unit at 919-733-1786.
Form SW401-Sand Filler O&M-Rev.4 2009Sept 17
Pa�,e 2 of' 3

Permit plumber:
(re) be prewided Gy DWQ)
acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Pi-oject ncrnle:P-1320 Bachelor Enlisted Quarters at Carnp Johnson
BMP drahiage area iiuinber:BMP #
Print name:Thornas Bradshaw. PE
Title:Civil Engineer Public Works Department
Address:1005 Michael Road
Phone
Signat
Dater
Note: The legally responsible Party should not he a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
. --�
I, 1 r �� a Notary Public for the State of
UgO , County of 8U7 do hereby certify that
:- W,T\ ,5 personally appeared before me this i�_ day of
and acknowledge the due execution of the forgoing sand filter
maintenance requirements. Witness my hand and official seal,
a 9 A MA "/,,
Notary Public
it
Onslow county
=My Commission Expires
y 05/261209
O
CA
SEAL
My commission expires [
OR
Form SW401-Sand Filter O&M-Rev.4 2009Sept17 Page 3 Of 3

`+ '%•
�- � �
+ , = - :Y
- ..V
r:_
•:
;, :,
_ ti-
1 _ ti, .
• .:..
1:

0%,
0
Permit Number: aJA 0'V07q_0
(if) be vrot,ided Iry DIVQ)
Draina,e Area Numher: 1M a
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMI' elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
® does ❑ does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How l will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW40I-Wet Dctcntion Basin O&M-Rev.4
Page 1 of 4 VAAR 2

Perini[ Number:
E, �
�J
J
BMP element:
The inlet device
Swale
The forebay
(to he provided fi_v DWQ)
Drainage Area Number:
Potentialproblem:
pipe or I The pipe is clogged
The vegetated shelf
The main treatment area
The pipe is cracked or
otherwise damaged.
Erosion is occurring in the
swale.
Sediment has accumulated to
a depth greater than the
original design depth for
sediment storage.
Erosion has occurred
Weeds are present.
Best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
dying.
Weeds are present
Sediment has accumulated to
a depth greater than the
original design sediment
storage depth.
Algal growth covers over
50%, of the area.
Cattails, phragmites or other
invasive plants cover 50% of
the basin surface.
How I will remediate the problem:
Unclog the pipe. Dispose of the
sediment off -site.
Replace the pipe.
Regrade the swale if necessary to
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
Prune according to best professional
practices
Determine the source of the
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Consult a professional to remove
and control the algal growth.
Remove the plants by wiping them
with pesticide (do not spray).
Dorm SW401-Wet Detention Basin O&M-RQv.d
Pagc 2 of' 4

Permit Number:
E
(to be provided b_v DVVQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How l will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An armual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is lama ed
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
® accumulated sediments.
When the permanent pool depth reads 5 feet in the main pond, the sediment
shall be removed.
e
When the permanent pool depth reads 2.5 feet in the forebay, the sediment
shall be removed.
Sediment Removal E . 9.5 1
Bottom Elevatioi 9 f
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
IVolunic
ft Mii1.
Sediment
Storage
Form SW401-Wet Detention Basin 0&,M-Rev.4
Permanent Pool Elevation 12
Pool
1
---Sediment Removal Elevation 7-------------- Volume------ -------
Botioni Elevation
MAIN PON
f_5 _ 1-ft Nyin.
Sediment
Storage
D
tinge 3 o f 4

Permit Number
(to be provided bY DVVQ)
I acknowledge and agree by my signature below that I am responsible for the
4 performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
•
Project name: P-1320 Bachelor Enlisted Quarters at Camp Johnson
BMP drainage area number:BMP #2:Wet Pond A
Print name:Thomas Bradshaw. PE
Title:Civil Engineer Public Works Department
Address:1005 Michael Road
Phone:
Signati
Date: 1141P
I1^
Note: The legally responsible Party should not he a homeowners association unless more than 50% of
the lots have been sold and a resident of the: subdivision has been named the president.
a Notary Public for the State of
County of �7 do hereby certify that
4
personally appeared before me this
day o1' nI�GG1C�1 tniaiteriance.
and acknowledge the due execution of the
forgoing wet detention basin requirements. Witness my hand and official
seal,
Rt i Isla 4fa`�/,////
Nolary Public
Onslow County
�My Commission Expires=
05/26/2019
.'0
.,�'/ ITN COO
+
SEAL
My commission expires
AV
�+ M , 15
Form SW401-Wet Detention Basin O&M-Rcv.4 Pa,,e 4 of 4

• e •
t.
3
_
11 � 4
•��
fif
l ry

E
•
Permit Number: 5 UV O
(to be rorided by D V )
Drainage Area Number:��� 3
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
® does ❑ does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
t
Vegetation is too short or too
Maintain vegetation at
Form SW40I-Wet Detention Basin O&M-Rev.4
a height of.
F iV1� g�
es.
1 1� 2 9 2M
Page I[Of-4-

Permit Number:
El
•
(to be provided by DVVQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
Swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems,
Needs are present.
Remove the weeds, preferably by
hand. If pesticide is used, gripe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50`) of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
the basal surface.
with pesticide (do not spray)
Form SW401-Wet Detention Basin O&M-Rev.4
Nil 2
d�'�Pag 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Numher:
BMP element:
Potential problem.
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 6 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 2.5 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
ill in the blanks)
Sediment Removal E.. 8_5 Re tnanen\
-------------- -- Volume
Bottom Elevatio 8 ft Min.
Sediment
Storage
Permanent Pool Elevation I l.0
Pool
-----Sediment -Removal E_Ievation 5.0--_- Volume
Bottom Elevation
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Pa,e 3 oi'4
I-ft n.
Sediment
Storage

Permit Number:
(to be Provided br DVVQ)
I acknowledge and agree by my signature below that 1 am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:P-1320 Bachelor Enlisted Quarters at Camp Johnson
BMP drainage area number: BMP #3: Wet Pond B
Print name:Thornas Bradshaw, PE i
Title:Civil Engineer Public Works Department
Address:1005 Michael Road
Phone:
Signatt
Date:
Note: The legally responsible party should not he a homeowners association unless more than 50%, of
the lots have been Sold and a resident of the subdivision has been named the president.
I,i1� , �� a Notary Public for the State of
do hereby certify that
personally appeared before me this 4
day of rndl and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
zz Notary Public
Onslow County
'zMy Commission Expiresz
05/26/2019
y T- :
i111 th rCAR`�,�����
SEAL
My commission expires E
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

r11
0

E
El
E
Pcrmit Numhcr: �A Q'V 7 1 -0
(to be rorlded b i DW )
Drainage Area [Numhcr: o C y
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
® does ❑ does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How t will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer applicati �-
Vegetation is too short or too
Maintain vegetation'at a;height'Vt
long.
approximately six inclies.
f.0
Fornt SW401-Wet Detention Basin O&M-Rev.4
1-of-4'

Permit Number:
0
DI
(to he provided by D4I/Q)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 500/, of
with pesticide (do not spray).
the basin surface.
eel
Farm SW401-Wet Detention Basin O&M-Rev.4
r
Page 2 0 4
p,Y �.

Permit Numher:
Ll
(to be provided by DVVQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How i will remediate the roblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reacts 6.0 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 4.0 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 13.0
Sediniclit Removal 9.0 Pe maven Pool
------------ -- Volume Sediment Rcnwval Elevation 7.0 IVolume
Bottom Elevatio 9.5 -ft Min.
------------------------------------------- ------
Sediment Bottom Elevation 6.5 14t n.
Stora`e Sediment
slora,C
FOREBAY MAIN POND
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Forni SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided bY DtVQ)
1 acknowledge and agree by my signature below that 1 am responsible for the
performance of the maintenance procedures listed above. i agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: P-1320 Bachelor Enlisted Quarters at Camp Johnson
BMP drainage area number:BMP #4: Wet Pond C
Print name:Thomas Bradshaw, PE
Title:Civil Engineer. Public Works Denartment
Address:10O5 Michael Road
Phone
Signal
Dater
Note: The legally responsible party should not he a homeowners association unless more than 5001() ol'
(lie lots have been sold and a resident of the subdivision has been named the president.
1'tl a Notary Public for the State of
�l�'1ZT1 ►1� , County of T) N)S8+_� do hereby certify that
0
personally appeared before me this
day of and acknowledge the due execution of the
forgoing wet detention basin Im,intenance requirements. Witness my hand and official
seal,
SA
Nolory Public
Onslow County _
=My Commission Expires:`
05/26/2019
"i►Nitta
SEAL
My commission expires
Form SW40I-Wet Detention Basin O&M-Rev.4
�y=
Page 4 of 4

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ROY COOPER
Governor
MIC14AEL S. REGAN
secretary
BRIAN WRENN
Director
October 1, 2020
NORTH CAROLINA
Environmental Quality
MCB Camp Le eune Attn: Commanding Officer
c/o Neal Paul, ) eputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28542
Subject: Permit Renewal
State Stormwater Management Permit No. SW8 080740
Field Medical Services School and Bachelor Enlisted Quarters at Camp Johnson
Project with Areas of both High Density and Low Density
-Onslow County
Dear Mr. Paul:
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal
Application for the subject project on. The Division is hereby notifying you that permit SW8 080740 has been
renewed on October 1, 2020, and shall be effective until September 10, 2028. For your records, please find
enclosed a renewed, updated, and re -issued permit and a copy of the renewal application. Please keep this permit
on file at all times. Please note that the renewed, updated, and re -issued permit does not impose new or different
terms; it merely restates some of the previous terms to provide you with a better understanding of your obligations
under the permit.
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with
the terms and conditions of this state stormwater permit. The plans originally approved on August 22, 2008 and
mostly recently modified on April 4, 2018, will remain in full force and effect in accordance with the regulations
set forth in Title 15A NCAC 2H.1000.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit. Failure to
establish an adequate system for operation and maintenance of the stormwater management system, to record
deed restrictions, to transfer the permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes, and must be filed with the
OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions, need additional copies of the permit or approved plans, please contact Daniel Sams in
the Wilmington Regional Office, at [phone] or [e-mail].
Sincerely,
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Certificate Forms
Attachment C -- Permitting History
Renewal Application Documents
DES/dan:111StormwaieriPcrmits & Proicctsl20081080740 HD�2020 10 permit 080740
cc: Wilmington Regional Office Stormwater File
North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
e:!4r:0f RE Wilmington Regional Office E 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
°4r° WL s"'"'0°iq"� 910.796.7215

State Stormwater Management
Permit No. SW8 080740
611IF,%111*9I3isKeTTI:lei INI:Ir_1
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
DEVELOPMENT WITH AREAS OF BOTH HIGH DENSITY AND LOW DENSITY
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
US MCB Camp Lejeune
Field Medical Services School and Bachelor Enlisted Quarters at Camp Johnson
the vicinity around Company E Street, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of one (1) constructed wetland, one (1) sand filter, and
three (3) wet ponds ("stormwater control measures" or "SCMs") as well as one (1) area of 24% low
density (the "low density area") and one (1) area of redevelopment (the "redevelopment area") in
compliance with the provisions of Title 15A NCAC 2H .1000 as amended by Session Law (SL) 2008-
211 and as subsequently amended on January 1, 2017 (2017 Rules) (the "stormwater rules") and the
approved stormwater management plans, application, supplement(s), specifications, and other
supporting data (the "approved plans and specifications") as attached and/or on file with and
approved by the Division of Energy, Mineral and Land Resources (the "Division" or "DEMLR") and
considered an enforceable part of this permit.
This permit shall be effective from the date of issuance until September 10, 2028 and shall be subject
to the following specified conditions and limitations:
t. DESIGN STANDARDS
1. This permit is effective only with respect to the management and volume of stormwater
described in the approved pl and specifications. The maximum amount of built -upon area (BUA)
allowed for the entire project is 340,287 square feet.
2. The redevelopment portion of this project is exempt from State Stormwater permitting
requirements under the following conditions: 1) The project must be constructed as shown on
the plans submitted to this Office; 2) the proposed redeveloped BUA of 29,302 square feet does
not exceed the existing BUA of 88,759 square feet; and 3) The proposed stormwater control
(vegetated sheet flow, vegetated swales, and a piped collection system) provides equal
protection of surface waters as the existing stormwater control (vegetated sheet flow and a
piped collection system).
The low density area must not exceed 24% per the requirements of the stormwater rules.
Within this low density area this permit covers the construction of a total of 12,266 square feet of
proposed BUA. This permit does not provide any allocation of built -upon area for future
development within this low density area.
Page 1 of 5

State Stormwater Management
Permit No. SW8 080740
4. The low density area has maximized dispersed flow of stormwater runoff through vegetated
areas and minimized the channelization of flow. Stormwater runoff that could not be released as
dispersed flow may be transported by vegetated conveyances with minimum side slopes of 11
(H:V) designed to not erode during the peak flow from the 10-year storm event as defined in the
stormwater rules and approved by the Division.
Within the low density area, no piping shall be allowed except those minimum amounts
necessary to direct stormwater runoff beneath a BUA such as a road or driveway when it cannot
be avoided.
6, The drainage areas for the on -site stormwater systems will be limited to the amounts of built -
upon area indicated in this permit and the approved plans and specifications. The runoff from all
built -upon area within the permitted drainage areas of this project must be directed into the
permitted stormwater control measures. The stormwater control measures labeled Wetland 1,
Sand Filter 1, Pond A, Pond B, and Pond C have been designed using the runoff treatment
method to handle the runoff from 124,078, 33.809, 55,642, 51,560, and 32,508 square feet of
built -upon area, respectively. The built -upon area for future development within these drainage
areas is limited to 61,622, 4,000, 1,500, 14,000, and 4,750 square feet, respectively.
7. Where a project or lot is located within CAMA's Area of Environmental Concern (AEC), the
Division of Coastal Management (DCM) may calculate a different maximum built -upon area
based on CAMA regulations. The more restrictive BUA limit of DCM or DEMLR will apply to the
project.
8. A 50-foot wide vegetative setback must be provided and maintained adjacent to all surface
waters, measured horizontally from the normal pool elevation of impounded structures, from the
top of bank of each side of streams or rivers, and from the mean high waterline of tidal waters,
perpendicular to the shoreline in accordance with the stormwater rules and the approved plans
and specifications. Within the low density area, all stormwater runoff, including roof drains, shall
be released as dispersed flow no closer than at the edge of the vegetated setback and shall not
be piped into or through the setback.
9. The stormwater control measures are permitted based on the design criteria presented in the
supplements and as shown in the approved plans and specifications. These stormwater control
measures must be provided and maintained at the design condition. The approved supplements
are incorporated by reference into this permit.
10. Within the constructed wetland drainage area, which is subject to Session Law 2008-211, all
runoff being directed into wetlands shall flow into and through those wetlands at a non -erosive
velocity.
11. Within the areas subject to the 2017 rules, the peak flow from the 10-year storm event shall not
cause erosion downslope of the stormwater outlet discharge point.
12. Decorative spray fountains will be allowed in the wet ponds if documentation is provided
demonstrating that the proposed fountain will not cause resuspension of sediment within the
pond or cause erosion of the pond side slopes.
13. When using a wet pond for irrigation, it is recommended that some water be maintained in the
permanent pool, the vegetated shelf is planted with appropriate species that can handle
fluctuating conditions, and human health issues are addressed.
14. The SCM landscape planting plan shown in the approved plans shall be followed in its entirety
during construction. After the plants are established, the operation and maintenance agreement
must be followed.
15. The sand filter shall be maintained in a manner that results in a drawdown of at least two inches
per hour at that sand surface.
Page 2 of 5

State Stormwater Management
Permit No. SW8 080740
16. The level spreaders and vegetated filter strips shown on the plans are not required by the
Division and have not been demonstrated to meet the State Stormwater BMP design
requirements and therefore are not considered a part of the approved state stormwater
treatment system. These additional measures are incorporated only by reference and are not
enforceable parts of the permit.
II. SCHEDULE OF COMPLIANCE
The project and SCM(s) shall be constructed, operated and maintained in accordance with the
conditions of this permit and the approved plans and specifications.
Z The on -site stormwater system shall be entirely constructed, vegetated, and operational prior to
the construction of any development within the drainage area, per the approved plans and
specifications.
3. During construction, erosion shall be kept to a minimum and any eroded areas of the on -site
stormwater system will be repaired immediately. If the stormwater system is used as an Erosion
Control device, it must be restored to design condition prior to operation as a stormwater
treatment device, and prior to occupancy of the facility.
4. All stormwater control measures, stormwater collection systems vegetated conveyance systems,
and/or maintenance accesses must be located in public rights -of -way, dedicated common areas
that extend to the nearest public right-of-way, and/or permanent recorded easements that
extend to the nearest public right-of-way for the purpose of inspection, operation, maintenance,
and repair.
5. The permittee shall provide and perform the operation and maintenance necessary, as listed in
the signed Operation and Maintenance Agreement to assure that all components of the
permitted on -site stormwater system functions at the approved design condition. The approved
Operation and Maintenance Agreement is incorporated by reference into this permit and must
be followed in its entirety and maintenance must occur at the scheduled intervals.
6. The operation and maintenance agreement must be recorded with the Office of the Register of
Deeds.
Records of maintenance activities must be kept and made available upon request to authorized
personnel of the Division. The records will indicate the date, activity, name of person performing
the work and what actions were taken.
B. The final plats for the project must be recorded with the Office of the Register of Deeds. The
recorded plat must reference the Operation and Maintenance Agreement and must also show all
public rights -of -way, dedicated common areas, and/or permanent drainage easements, in
accordance with the approved plans.
9. The permittee is responsible for verifying that the proposed built -upon area for the entire project
does not exceed the maximum allowed by this permit.
10, Upon completion of the project, the permittee shall determine whether or not the project is in
compliance with the permitted plans and take the necessary following actions:
a. If the permittee determines that the project is in compliance with the permitted plans, then
within 45 days of completion, the permittee shall submit to the Division one hard copy and
one electronic copy of the following:
i. The completed and signed Designer's Certification provided in Attachment A
noting any deviations from the approved plans and specifications. Deviations
may require approval from the Division;
ii. A copy of the recorded maintenance agreement;
iii. Unless already provided, a copy of the recorded deed restrictions and protective
covenants; and
iv. A copy of the recorded plat delineating the public rights -of -way, dedicated
common areas and/or permanent recorded easements, when applicable.
b. If the permittee determines that the project is not in compliance with the permitted plans,
the permittee shall submit an application to modify the permit within 30 days of completion
of the project or provide a plan of action, with a timeline, to bring the site into compliance.
Page 3 of 5

State Stormwater Management
Permit No. SW8 080740
11, No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications. Prior to the construction of any modification to the approved plans, the
permittee shall submit to the Director, and shall have received approval for modified plans,
specifications, and calculations including, but not limited to, those listed below:
a. Any modification to the approved plans and specifications, regardless of size including the
stormwater control measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project
area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading or resizing of any
component of the approved stormwater control measure, stormwater collection system
and/or vegetative conveyance system shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement for BUA credit that was not included in the
approved plans and specifications.
g. The construction of any #57 stone area, public trails, or landscaping material to be
considered a permeable surface that were not included in the approved plans and
specifications.
h. Other modifications as determined by the Director.
12. The Director may notify the permittee when the permitted site does not meet one or more of the
minimum requirements of the permit. Within the time frame specified in the notice, the permittee
shall submit a written time schedule to the Director for modifying the site to meet minimum
requirements. The permittee shall provide copies of modified plans and certification in writing to
the Director that the changes have been made.
13. Prior to transfer of the permit, a file review and site inspection will be conducted by Division
personnel to ensure the permit conditions have been met and that the project and the on -site
stormwater system complies with the permit conditions. Any items not in compliance must be
repaired, replaced restored, or resolved prior to the transfer. Records of maintenance activities
performed to date may be requested
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the requirements of the stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
2. The issuance of this permit does not preclude the permittee from complying with and obtaining
any other permits or approvals that are required for this development to take place, as required
by any statutes, rules, regulations, or ordinances, which may be imposed by any other Local,
State or Federal government agency having jurisdiction. Any activities undertaken at this site
that cause a water quality violation or undertaken prior to receipt of the necessary permits or
approvals to do so are considered violations of NCGS 143-215.1, and subject to enforcement
procedures pursuant to NCGS 143-215.6.
3. If the facilities fail to perform satisfactorily, the permittee shall take immediate corrective actions.
This includes actions required by this Division and the stormwater rules such as the construction
of additional or replacement on -site stormwater systems. These additional or replacement
measures shall receive a permit from the Division prior to construction.
Page 4 of 5

State Stormwater Management
Permit No. SW8 080740
4. This permit is not transferable to any person or entity except after notice to and approval by the
Director. The permittee shall submit a completed and signed State Stormwater Request Form
for Permit Transfer or Permit Information Update, accompanied by the supporting
documentation as listed on the form, to the Division at least 60 days prior to any one or more of
the following events:
a. Any ownership change including:
i. The sale or conveyance of the project area in whole or in part, except in the case of
an individual lot sale that is made subject to the recorded deed restrictions and
protective covenants;
ii, Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-01(e) and
NCGS 57D-6-07;
b. Bankruptcy;
c. Foreclosure, subject to the requirements of Session Law 2013-121;
d. A name change of the current permittee;
e. A name change of the project;
f. A mailing address change of the permittee;
5. The permittee is responsible for compliance with all terms and conditions of this permit until the
Division approves the transfer request. Neither the sale of the project, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
6. The permittee grants Division Staff permission to enter the property during normal business
hours to inspect all components of the permitted project.
T The permit issued shall continue in force and effect until the permittee files a request with the
Division for a permit modification, transfer, renewal, or rescission; however, these actions do not
stay any permit conditions.
8. Approved plans, application documents, supplements, calculations, operation and maintenance
agreement, and specifications for this project are incorporated by reference and are enforceable
parts of the permit. A copy of this permit, application, supplements, operation and maintenance
agreement, and approved plans and specifications shall be maintained on file by the permittee.
9. Unless specified elsewhere, permanent seeding requirements for the on -site stormwater system
must follow the guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
10. The issuance of this permit does not prohibit the Director from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit for cause as allowed by the
laws, rules, and regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al.
11. A permit renewal request must be submitted at least 180 days prior to the expiration date of this
permit. The renewal request must include the appropriate application, documentation and the
processing fee as outlined in Title 15A NCAC 02H.1045(3).
Permit reissued this the 1th day of October 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Z�� �114--_­_1Brian re c or
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 080740
Page 5 of 5

State Stormwater Management
Permit No. SW8 080740
Attachment A
Certification Forms
The following blank Designer Certification forms are included and specific for this project:
• As -Built Permittee Certification
• As -Built Designer's Certification General MDC
• As -Built Designer's Certification for Low Density Projects
• As -Built Designer's Certification for Wet Detention Pond Project
• As -Built Designer's Certification for Sand Filter Project
• Constructed Wetland Designer's Certification
A separate certification is required for each SCM. These blank certification forms may be copied and
used, as needed, for each SCM and/or as a partial certification to address a section or phase of the
project.
Page 1 of 1

State Stormwater Management
Permit No. SW8 080740
AS -BUILT PERMITTEE CERTIFICATION
I hereby state that 1 am the current permittee for the project named above, and 1 certify by my signature below,
that the project meets the below listed Final Submittal Requirements found in NCAC 02H.1042(4) and the
terms, conditions and provisions listed in the permit documents, plans and specifications on file with or provided
to the Division.
Check here if this is a partial certification. Section/phase/SCM 9?
Check here if this is part of Fast Track As -built Package Submittal.
Printed Name
County of
Signature
a Notary Public in the State of
do hereby certify that
personally appeared before me this day of
and acknowledge the due execution of this as -built certification. (SEAL)
Witness my hand and official seal
My commission expires
.20
Permittee's Certification NCAC .1042(4)
Completed /
Provided
NIA
A. DEED RESTRICTIONS I BUA RECORDS
1. The deed restrictions and protective covenants have been recorded and
Y or N
contain the necessary language to ensure that the project is maintained
consistent with the Stormwater regulations and with the permit conditions.
2. A copy of the recorded deed restrictions and protective covenants has been
Y or N
Provided to the Division.
3. Records which track the BUA on each lot are being kept. (See Note 1)
Y or N
B. MAINTENANCE ACCESS
1. The SCMs are accessible for inspection, maintenance and repair.
Y or N
2. The access is a minimum of 10 feet wide.
Y or N
3. The access extends to the nearest public right-of-way.
Y or N
C. EASEMENTS
1. The SCMs and the components of the runoff collection 1 conveyance system
Y N
are located in recorded drainage easements.
or
2. A copy of the recorded plat(s) is provided.
Y or N
D. SINGLE FAMILY RESIDENTIAL LOTS - Plats for residential lots that
Y or N
have an SCM include the following:
1. The specific location of the SCM on the lot.
Y or N
2. A typical detail for the SCM.
Y or N
3. A note that the SCiM is required to meet stormwater regulations and that the
lot owner is subject to enforcement action as set forth in NCGS 143 Article
Y or N
21 if the SCM is removed, relocated or altered without prior approval.
E. OPERATION AND MAINTENANCE AGREEMENT
Y or N
F The O&M Agreement is referenced on the final recorded plat.
Y or N
2, The O&M Agreement is recorded with the Register of Deeds and appears in
f
Y
the chain of title.
or
F. OPERATION AND MAINTENANCE PLAN — maintenance records are
Y or N
beingkept in a known set location for each SCM and are available for review.
G. DESIGNER'S CERTIFICATION FORM — has been provided to the
Division.
Y or N
Notel - Acceptable records include ARC approvals, as -built surveys, and county tax records.
Page 1 of 12

State Stormwater Management
Permit No. SW8 080740
Provide an explanation for every requirement that was not met, and for every "NIA" below. Attach
additional sheets as needed.
Page 2 of 12

State Stormwater Management
Permit No. SW8 080740
AS -BUILT DESIGNER'S CERTIFICATION GENERAL iMDC
hereby state that I am a licensed professional and I certify by my signature and seal below, that [ have observed
the construction of the project named above to the best of my abilities with all due care and diligence, and that
the project meets the below listed General MDC found in NCAC 02H.1050 in accordance with the permit
documents, plans and specifications on file with or provided to the Division, except as noted on the "AS -
BUILT" drawings, such that the intent of the stormwater rules and statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM #?
Check here if this is a part of a Fast -"Track As -Built Package Submittal per .1044(3).
Check here if the designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
Printed Name
NC Registration Number
SEAL:
Signature
Date
Consultant's ,Mailing Address:
City/State/ZIP
Phone Number
Consultant's Email address:
O Circle N if the as -built value differs from the Plan. [f N is circled, provide an explanation on Page 2.
ON/E = not evaluated (provide explanation on page 2) OO NIA = not applicable to this SCM or project.
Consultant's Certification NCAC .1003((3) & General MDC .1050
tOAs-built
ON/E
©NIA
A. TREATMENT :REQUIREMENTS
1. The SCM achieves runoff treatment.
Y or N
2. The SCM achieves runoff volume match.
Y or N
3. Runoff from offsite areas and/or existing BUA is bypassed.
J Y or N
4. Runoff from offsite areas and/or existing BUA is directed into
Y or N
the permitted SCM and is accounted for at the full build -out
potential,
5. The project controls runoff through an offsite permitted SCM
Y or N
that meets the requirements of the MDC.
6. The net area of new BUA increase for an existing project has
Y or N
been accounted for at the appropriate design storm level.
7. The SCM(s) meets all the specific minimum design criteria.
, Y or N
B. VEGETATED SETBACKS / BUA
I . The width of the vegetated setback has been measured from
Y or N
the normal pool of impounded waters, the MHW line of tidal
waters, or the top ol' bank of each side of rivers or streams.
2. The vegetated setback is maintained in grass or other
Y or
vegetation.
3. BUA that meets the requirements of NCGS 143-214.7 (b2)(2)
Y or N
is located in the setback.
4. BUA that does not meet the requirements of NCGS 143-214.7
Y or N
(b2)(2) is located within the setback and is limited to:
.a. Publicly funded linear projects (road, greenway sidewalk)
b. Water -dependent structures
c. Minimal footprint uses (utility poles, signs, security
lighting and appurtenances)
5. Stormwater that is not treated in an SCM is released at the
Y or N
edge of the setback and allowed to flow through the setback as
dispersed flow.
Page 3 of 12

State Stormwater Management
Permit No. SW8 080740
OO As -built
TWE
®NIA
C. STORMWATER, OUTLETS —the: outlet handles the -peak flow
y `N
from the 10 year storm with no downslo erosion.
or
D. VARIATIONS
1. A variation (alternative) from the stormwater rule provisions
Y '\'
has been implemented.
or
2. The variation provides equal or better stormwater control and
Y N
equal or better protection of surface waters.
or
E. COMPLIANCE WITH OTHER: REGULATORY
Y N:
PROGRAMS has been met.
or
F. .SIZING -the volume of the SCM takes the runoff from all
surfaces into account and is sufficient to handle the required storm
Y or N
depth.
G. CONTAMINATED SOILS — infiltrating SCM's are not located
Y or N
in or on areas with contaminated soils.
H. SIDE SLOPES
1. Vegetated side slopes are no steeper than 3H: l V.
Y or N
2. Side slopes include retaining walls, gabion walls, or other
Y or N
surfaces that are steeper than 3H:1 V.
3. Vegetated side slopes are steeper than 3H: l V (provide
Y or N
supporting documents for soils and vegetation).
1. EROSION PROTECTION
1. The inlets do not cause erosion in the SCM.
Y or N
2. The outlet does not cause erosion downslope of the discharge
Y or N
point during the peak flow from the 10 year storm.
J. EXCESS FLOWS — An overflow / 1 ass has been provided.
Y or N
K. DEWATERING — A method to drawdown standing water has
Y or N
been provided to facilitatemaintenance and inspection.
L. CLEANOUT AFTER CONSTRUCTION — the SCM has been
Y or N
cleaned out and converted to its approved design state.
M. MAINTENANCE ACCESS
1. The SCM is accessible for maintenance and repair.
Y or N
2. The access does not include lateral or incline slopes>3:1.
Y or N
N. DESIGNER QUALIFICATIONS (FAST -TRACK PERMIT) —
The designer is licensed under Chapters 89A, 89C, 89E, or 89F of
Y or N
the General Statutes.
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or "WE",
below. Attach additional pages as needed:
Page 4 of 12

State Stormwater Management
Permit No. SW8 080740
AS -BUILT DESIGNER'S CERTIFICATION FOR LOW DENSITY PROJECTS
I hereby state that 1 am a licensed professional and I certify by my signature and seal below that I have observed
the construction of the low density project named above to the best of my abilities with all due care and
diligence, and that the project meets all of the iV1DC found in NCAC 02H.1003 and is consistent with the permit
documents, plans and specifications on file with or provided to the Division, except as noted on the ``AS -
BUILT" drawings, such that the intent of the stormwater rules and the general statutes has been preserved.
Check here if this is a partial certification. Section or phase?
Check here if this is part of a Fast -Track As -Built Package Submittal per .1044(3).
Check here if the Designer did not observe the construction but is certifying the project.
Check here if pictures of the project are provided.
Printed Name
NC Registration Number
SEAL:
Signature
Date
Consultant's Mailing Address:
CitylStatelZI P
Phone Number
Consultant's Email Address:
T Circle N if the as -built value differs from the Plan/Permit. If N is circled, provide an explanation on page 2.
OO NIE = not evaluated (provide explanation on page 2) OO NIA = not applicable to this project 1 plan.
- Caitsultant's Certification,{MDC .1003}
OAs-built
®NlE
©N/A -
A. Project Density and Built -Upon Area
1. The project has areas of high density based on natural drainage
Y N
area boundaries, variations in land use or construction phasing.
or
2. The project's built -upon area does not exceed the maximum limit
Y N
specified in the permit.
or
B.. Dispersed Flow — the project maximizes dispersed flow through
y N
ve etated areas and minimizes channelized flow.
or
C. Vegetated Conveyances
1. Stormwater that is not released as dispersed flow is transported
Y N
by vegetated conveyances.
or
2. The project has a minimal amount of non -vegetated conveyances
Y ti
to reduce erosion.
or
3. Other than minimal piping under driveways and roads, no piping
Y N
has been added beyond what is shown on the approved plans.
or
4. Side slopes are no steeper than 3H:1 V.
Y or N
5. The conveyance does not erode in response to the peak flow from
Y N
the 10 veai storm.
or
D. Curb outlet systems- the project uses curb & gutter with outlets to
Y N
grassed swales or vegetated areas that meet the following criteria:
or
I . The swale or vegetated area can carry the peak flow from the 10
Y N
storm at a non -erosive velocity.
or
2. The longitudinal slope of the swale or vegetated areas does not
exceed 5%.
Y or N
3. The Swale has a trapezoidal cross-section and a minimum bottom
Y N
width of two feet.
or
4. The minimum length of the Swale or vegetated area is 100 feet.
Y or N
5. Side slopes are no steeper than 3 H: l V.
Y or N
6. The project utilizes treatment swales designed per Section .1061
Y
in lieu of the curb outlets stem requirements.
or
j
Page 5 of 12

State Stormwater Management
Permit No. SW$ 080740
_
OAs-built
QN/E
..®NIA
E. Vegetated Setbacks
1. The width of the vegetated setback is 50'.
Y or N
2. The width of the vegetated setback has been measured from the
normal pool of impounded waters, the MHW line of tidal waters,
Y or N
or the top of bank of each side of rivers or streams.
3. The vegetated setback is maintained in grass or other ve 7etation.
Y or N
4. BUA that meets the requirements of NCGS 143-214.7(b2)(2) is
y N
located in the setback.
or
5. BUA that does NOT meet the requirements ofNCGS 143-
214.7(b2)(2) is located within the setback and is limited to:
a. Publicly funded linear projects (road, greenway, or sidewalk)
Y N
b. Water dependent structures
or
c. Minimal footprint uses such as poles, signs, utility
appurtenances, and security lights.
6. The amount of BUA within the setback is minimized and
Y N
channeling of the runoff from the BUA has been avoided.
or
7. Stormwater is not discharged (via swale or pipe) through a
vegetated setback. Stormwater is released at the edge of the
Y N
setback and allowed to flow through the setback as dispersed
or
flow,
F. Outlets — stormwater outlets do not cause erosion. downslope of the
y N
discharge point during the peak flow from the 10 year storm.'
or
G. Variations — the project has�variations from the MDC that were not
Y N
previously approved. Modification may be required)
or
H. Deed restrictions (if required) — are recorded and ensure that the
project and the BUA will be maintained in perpetuity consistent with
Y or N
the pgmit, Rprovedplans and specifications.
11. For..Subdivisions Only esidential or Commercial)
1. The number of platted lots is consistent with the approved plans.
Y or N
2. The project area is consistent with the approved plans.
E Y or N
3. The layout of the lots and streets is consistent with the approved
Y N
Ian.
or
4. The width / radius of streets, paved accesses, cul-de-sacs and
Y N
sidewalks is consistent with the approved plan.
or
5. No piping, other than those minimum amounts needed under a
Y N
driveway or under a road, has been added.
or
6. The lot grading, road grading, vegetated conveyances, piping,
Y N
inverts, and elevations are consistent with the approved tans.
or
Provide an explanation for every MDC that was not met, or for every deviation from the permitted
condition below:
Page 6 of 12

State Stormwater Management
Permit No. SW8 080740
AS -BUILT DESIGNER'S CERTIFICATION FOR WET DETENTION POND PROJECT
hereby state that I am a licensed professional and I certify by my signature and seal below, that 1 have observed
the construction of the project named above to the best of my abilities with all due care and diligence, and that
the project meets all of the MDC found in NCAC 02H.1053, in accordance with the pen -nit documents, plans
and specifications on file with or provided to the Division, except as noted on the "AS -BUILT" drawings, such
that the intent of the stormwater rules and the general statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM 4?
Check here if this is part of Fast -Track As -Built Package Submittal per .1044(3).
Check here if the Designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
Printed Name
NC Registration Number
SEAL:
Signature
Date
Consultant's Mailing Address:
City/State/LIP
Phone Number
Consultant's Email address
O Circle N if the as -built value differs from the Plan/permit. If is circled, provide an explanation on page 2
(WE = not evaluated (provide explanation on page 2) ®NIA = not applicable to this project or SCM.
This Certification must be completed in conjunction with the General MDC certification under NCAC 02H.1050
Consultant's Certification (MDC .1053)
OAs-built
ON/E
ON/A
A. Forebay / Depths / Fountain
I. The available Sediment storage is consistent with the approved
Y N
fan and is a minimum of 6 in.
or
2. Water flow over the forebay berm into the main pond occurs at a
Y N
non -erosive velocity.
or
3: The provided Forebay Volume is 15%-20% of the main pool
Y N
volume.
or
4. The Forebay entrance elevation is deeper than the exit elevation
Y N
into the pond.
or
5. The Average Design Depth of the main pond below the
Y N
L
permanent pool elevation is consistent with the permitted value?
or
6. Fountain documentation is provided.
Y or N
.- -
B. Side slopes / Banks I Vegetated Shelf
1. The width of the Vegetated Shelf is consistent with the approved
Y N
fans and is a minimum of 6 feet.
or
2. The slope of the Vegetated Shelf is consistent with the approved
Y N
tans and is no steeper than 6:1.
or
C. As -built Main Pool I Areas / Volumes I Elevations
l . The permanent pool surface area provided is consistent with the
permitted value.
Y or N
2. The Temporary Pool Volume provided is consistent with the
Y N
permitted value.
or
3. The permanent pool elevation is consistent with the permitted
value.
Y or N
}
4. The temporary pool elevation is consistent with the permitted
value.
Y or N
Page 7 of 12

State Stormwater Management
Permit No SW8 080740
OAs-built
®N/E
®NIA
D. 'Inlets / Outlet / Drawdomm
l .
The design volume draws down in 2-5 days.
Y
or
N
2.
The size of the Orifice is consistent with the permitted value.
Y
or
N
3.
A trash rack is provided on the outlet structure.
Y
or
N
4.
Hydrologic impacts to the receiving channel are minimized from
the ] yr 24 hr storm discharge?
Y
or
N
5.
The inlets and the outlet location are situated per the approved
plan and avoid short-circuiting.
Y
or
N
E. Vegetation
l .
The vegetated shelf has been planted with a minimum of 3
diverse species.
Y
or
N°
- -
[ - - J
E2.
The vegetated shelf plant density is consistent with the approved
plans and is no less than 50 plants per 200 sf or no less than 24
inches on center.
Y
or
N
Provide an explanation for every MDC that was not met, and for every item marked "NIA" or "N/E"
below. Attach additional pages as needed:
Page 8 of 12

State Stormwater Management
Permit No. SW8 080740
AS -BUILT DESIGNER'S CERTIFICATION FOR SAND FILTER PROJECT
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I have observed
the construction of the project named above to the best of my abilities with all due care and diligence, and that
the project meets all of the MDC found in NCAC 02H.1056, in accordance with the perrnit documents, plans
and specifications on file with or provided to the Division, except as noted on the "AS -BUILT" drawings, such
that the intent of the Stormwater rules and the general statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM 9?
Check here if this is part of a Fast -Track As -Built Package Submittal per .l 044(3),
Check here if the Designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
Printed Name
NC Registration plumber
SEAL:
Signature
Date
Consultant's Mailing Address:
City/State/ZIP
Phone Number
Consultant's Email address:
C Circle N if the as -built value differs from the Plan/permit. If N is circled, provide an explanation on page 2
OO N/E — not evaluated (provide explanation on page 2) ON/A = not applicable to this project or SCM.
This Certification must be completed in conjunction with the General MDC certification under NCAC 0211.1050
Consultant's Certification (MDC .1056)
OO As -built
@N/E
®NIA
A. Two -chamber system
1. Does the Sand Filter include a Sediment chamber and a Sand
Y N
chamber?
or
2. The storage volume in each chamber is equivalent.
Y or N
3. The incoming stormwater is evenly distributed across the surface of
Y N
the sand.
or
B. Volume / Elevations
l . The volume of water stored in the sediment chamber and on top of
the sand in the sand chamber is at least 0.75 times the treatment
Y or N
volume.
2. The elevation of the bypass device is set at or above the ponding
Y N
depth associated with the storage volume.
or
3. The ponding depth above the sand surface is six feet or less.
Y or N
C. Sand Media / Drawdown / SHWT
l . Does the sand media meet ASTM C33 or equivalent?
, Y or N
2. The depth of the sand media is consistent with the approved plans
Y N
and specs and is a minimum of 18".
or
3. The depth of the sand media over the underdrain is consistent with
the approved plans andspecs and is a minimum of 12 inches.
Y or N
4. The sand media provides a minimum drawdown of two inches per
Y or N
hour at the sand surface.
5. Open -bottom design — the minimum separation to the SHWT at the
lowest point of the sand filter is consistent with the approved plans
Y or N
andspecs and is a minimum of 2 feet.
6. Closed -bottom design — The minimum separation to the SFI WT at
the lowest point of the sand filter is consistent with the approved
Y or N
tans and is a minimum of 1 foot.
7. At least one capped clean -out pipe has been provided at the low
Y N
point of each underdrain.
or
Page 9 of 12

State Stormwater Management
Permit No. SW8 080740
Provide an explanation for every MDC that was not met, or for every deviation from the permitted
condition below:
Page 10 of 12

State Stormwater Management
Permit No. SW8 080740
CONSTRUCTED WETLAND DESIGNER'S CERTIFICATION
P-828 Field Medical Services School Page 1 of 2
Stormwater Permit No. SW8 080740
Onslow County
Designer's Certification
1, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
Page 11 of 12

State Stormwater Management
Permit No. SW8 080740
Certification Requirements:
Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount
of built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The wetland zone elevations are per the approved plan.
6. The wetland is located per the approved plans.
7. A trash rack is provided on the outlet structure.
8. Ail slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
11. The permitted amounts of wetland zone surface area and volume have been
provided.
12. Required drawdown devices are correctly sized and located per the approved
plans.
13. All required design depths are provided
14. All required parts of the system are provided.
15. The required number of wetlands plantings have been provided.
cc: NCDENR-DEMLR Regional Office
Page 12 of 12

DEMLH USE ONLY
Date 52ceiYed
Fee Paid
Permit Number
D �,U
S d
NC DEQ Division of Energy, Mineral and land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 080740
2. Project name: CAMP JOHNSON r,EiZ Maw. �X_e,/-CJE S -SCHOOL Q
3. Project street address: XXX
City: MCB Cam Le'eune County: Onslow
ZIP: 28542
4. What, if any, changes have been made to the project as permitted? NIA
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: https://deg.nc.gov/about/divisions/energy-
mineral- land- resources/energy- mineral- land- rules/stormwater-programlpost-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: httpsaldeg.nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral- land- rules/stormwater-programlpost-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: MCB Camp Leleune
2. Signing Official's Name: Neal Paul
3. Signing Official's Title: Deputy Public Works Division
4. Mailing Address: MCB Camp Lejeune 1005 Michael Rd.
City: MCB Camp Leleune _ State: NC
ZIP: 28547-2521
5. Street Address:
City:
6. Phone: [phone] Email:[e-mail] _
State: ZIP:
ECEBVa
i,
SEP 14 2020
BY:
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

I

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
MCT 1. A permit application processing fee of $505.00 payable to NCDEQ.
MCT 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current perm ittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
MCT 3. One hard copy and one electronic copy of recorded documents required by the original permit that have
not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
MCT 4. O&M Agreements, Please select one:
® I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
MCT 5. Designer Certifications, Please select one:
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
® The project has not yet been built.
6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.gov/online services/search/by_title/ Business_ Registration
6EP 14 2020
BY:
Slormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. P IFEI'S �ERTfJF� LION
I, (� [JkX_ , the person legally responsible for the permit, certify that I have
a co y of the Permit and 0&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCM wners All information provided on this permit renewal application is, to the best of my
knowledge, orr and c mpl e. Q
Signature: �_/ Date:
NOT ATI NY
1, a Notary Public for the State of
County of do hereby certify
that personally appeared before me
this the day of 20, and acknowledge the due
e�itiSP e ing instrument. Witne s my hand and official seal,
.s
'<10Tq�y
(Notary Seal)
My co
i natu
Cni1 `.
expires 22"?�2
5tormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

i
s'kie;itl; Yl f/;11:'t
y ti:f y/
5 I l Z Z�•
t �

Central Files: APS _ SWP
10/2/2020
Permit Number SW8080740
Permit Tracking Slip
Program Category
Status Project Type
State SW
Active Renewal with major mod
Permit Type
Version Permit Classification
State Stormwater
2.00 Individual
Primary Reviewer
dan.sams
Coastal SWRule
Coastal Stormwater - 2008
Permitted Flow
Facility
Permit Contact Affiliation
Facility Name MajorlMinor Region
Field Medical Services School and Bachelor Enlisted Quarters at Camp Johnson Minor Wilmington
Location Address County
Int Of Co St F Co St D And Co St D Co St E Onslow
Facility Contact Affiliation
Camp Lejeune NC 28547
Owner
Owner Name
Commanding Officer Marine Corps Base Camp Lejeune
Dates/Events
Owner Type
Government - Federal
Owner Affiliation
Robert A. Lowder
Post Ln Building 12 Rm 244
Camp Lejeune NC 28542
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
8/22/2008 9/14/2020 10/1/2020 10/1/2020 10/6/2028
Regulated Activities _ _ Requested /Received Events
State Stormwater - Exempted
State Stormwater - HD - Detention Pond
State Stormwater - HD - Sand filters
State Stormwater - HD - Wetlands
State Stormwater - Low Density
State Stormwater - Redevelopment
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

Burd, Tina J
From: Burd, Tina J
Sent: Thursday, September 24, 2020 4:11 PM
To: Prendergast CIV Talia M
Subject: SW8 080740 - Camp Johnson Field Medicine Services School & BEQ
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Renewal Application and $505.00 fee for the subject project on September 14, 2020. The
project has been assigned to Dan Sams and you will be notified if additional information is needed.
Best Regards,
Tina Burd
Administrative Associate ll
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Application Completeness Review Checklist (Non -Transfers) - Short Version
Project Name: Fi r—L-L) & PkffPq-r/o b SckoN_ ?&2,'�'j Date Delivered to W4RO: Q / Z`a
Project County/Location: BIMS Received/Accepted Date: 4 2
Rule(s): ❑2017 Coastal E2008 Coastal ❑1995 Coastal BIMS Acknowledged Date':
Phase II Universal 01988 Coastal
Permit Action: New New Permit t#Z:
Major Mod / Minor Mod enewalL.,j—Existing Permit #: 5-WB Os O7 c)
Permit Type: �LD / LD Overall / HD &LD Combo Expriation Date3: 2-0
General Permit / Offsite / Exempt / Rescission �Offsite to SW8:
Development Type: Commercial / Residential / Othe_1 Lot is in Master Permit?
Subdivided?: Subdivision o ingle Lot �PE Cert on File?
Permittee Type & Documents Needed:
roperty owner(s) Purchaser Lessee �HOA �Developer
Viable? n� Viable? Viable? Viable? Viable?
Deed 6Purchase Agmt Lease Election Minutes
Not Subdivided: Deed
Subdivision: Common Area Deed
Paperwork
RFeeM$505
plication
: (within 6mo) Check#(s): T ONo Fee
FlSupplement2 (1 new form or for older forms: 1 original per SCM)
FT&M2
Soils Report (Infil or PP)
Calculations (signed/sealed)
Deed Restrictions, if subdivided
Project Narrative
MUSGS Map (or on file?) Subject to SA?: Y / N Subject to ORW?: Y / N
Plans (2 Sets)
�PE Certification
Electronic Copies
Easements, Recorded (2017 Rules)
NOTES:
lEnter BIMS Acknowledged Date on this Sheet
2For New Projects -Enter New Permit # on Supplements & Deed Restiction Templates.
3If w/in b months and they are requesting a mod, STOP. Needs a renewal first.
EMAILED ENGINEER DATE: Comments:
REVIEWER NAME:
G:WQ\\\Reference Libra ry\Procedures\Checkllsts\Compieteness Review Checklist_202001 31

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